20170455 Ver 1_CAMA Application_20170417

Coastal Management
ENVIRONMENTAL QUALITY
April 4, 2017
2 0 1 7 0 4 5 5
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
TO: Karen Higgins a v D
401 & Buffer Permitting Unit
DWR/Water Quality Permitting APR 17 2017
FROM: Heather Coats, Assistant Major Permits Coordinator1401
D -WATER RESOURCES
NCDEQ - Division of Coastal Management D:
BUFFER PERMITTING
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD-ncdenr.gov
Fax: [phone] (Courier 0416-33)
SUBJECT: CAMA /Dredge & Fill Application Review
Applicant: Lynn Bullard
Project Location: 113 Windlass Dr adjacent to Shandy Pt. boat basin, in Wilmington, New Han. Co.
Proposed Project: to expand and reconfigure an existing docking facility, install a new bulkhead &
riprap, and to perform maintenance excavation
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by April 27, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Lynn Bullard
2. LOCATION OF PROJECT SITE: 113 Windlass Drive adjacent to the Shandy Point boat basin which is contiguous
with Masonboro Sound, in the City of Wilmington, New Hanover County.
Photo Index - 2006: 22-7423 K-14 Lat: 34°12'11.75"N Long: 77°49'30.30"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 3/9/17
Was Applicant Present — Yes (agent)
5. PROCESSING PROCEDURE: Application Received — 3/23/17
Office - Wilmington
6. SITE DESCRIPTION:
(A)
Local Land Use Plan — City Of Wilmington / New Hanover County 2006
Land Classification From LUP — Residential
(B)
AEC(s) Involved: EW, PTA, ES
(C)
Water Dependent: Yes
(D)
Intended Use: Private
(E)
Wastewater Treatment: Existing — Municipal sewer
Planned — N/A
(F)
Type of Structures: Existing — Private 5 -slip docking facility
(C) Other
Planned —Private 6 -slip docking facility
(G)
Estimated Annual Rate of Erosion: N/A
uplands
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
nRFnr,Fn F11 I FD OTHER
(A) Vegetated Wetlands (Coastal)
High Marsh
Low marsh
(B) Non -Vegetated Wetlands
Open Water
6400 sq. ft.
442 sq. ft.
1140 sq. ft.
incorporated
(C) Other
760 sq. ft.
4,120 sq. ft.
uplands
disturbed
(D) Total Area Disturbed: 12,402 square feet (0.28 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to reconfigure and expand the existing private docking, perform
maintenance excavation, and install a new bulkhead and riprap.
Lynn Bullard

Page Two
PROJECT DESCRIPTION
The project site consists of a water access lot located at 113 Windlass Drive adjacent to the Shandy Point boat
basin which is contiguous with Masonboro Sound, in the City of Wilmington, New Hanover County. The project
site can be located from NC HWY 17 (Market Street) and NC HWY 74/76 (Eastwood Road) by traveling east on
Eastwood Road to Military Cut-off. At Military Cut -Off travel south, turning left onto Greenville Loop Road.
Proceed approximately 0.3 miles, turning left on Greenville Sound Road. At the end of Greenville Sound Road
turn Right onto Shandy Avenue. Turn immediately left onto Skystasail Drive and at the end of Skystasail turn
right onto Windlass Drive. The project site will be located on the left side of the road at the end of Windlass
Drive adjacent to the Shandy Point boat basin.
The project site is approximately 8-12 acres and the average elevation is approximately 5' above normal high
water (NHW). High ground vegetation on the project site consists of lawn grasses, shrubs, and small trees. The
shoreline of the property has been stabilized with a timber bulkhead that is failing. No Coastal Wetlands are
present immediately water ward of the bulkhead. There is a retaining wall along the eastern edge of the
property with coastal wetlands immediately waterward. At the southernmost tip of the property there is
existing riprap between the end of the bulkhead and beginning of the retaining wall. Existing man-made features
on the project site consist of a fixed platform measuring approximately 22' long by 6' in width. An existing
floating dock is oriented in a U formation with one arm measuring approximately 5' wide by 20' in length and
the other arm measuring approximately 5' wide by 45' in length. These two arms are connected by a portion of
floating dock measuring approximately 8' wide by 28' in length. The entire floating structure is connected to the
fixed platform by an access ramp. The existing docking facility provides mooring for five (5) vessels. Water
depths in the project area vary from -1.5' to -7' at normal low water (NLW). The Shandy Point boat basin was
originally permitted through State permit #127-79 and maintenance excavation was authorized through State
permit #257-84. The adjacent property to the west is a water access lot with a similar platform and floating
dock.
The City of Wilmington/New Hanover County Land Use Plan classifies the adjacent waters as Conservation, and
the adjacent high ground portion of the project area as Residential. There are two (2) known archaeological sites
within approximately 1 mile of the project site. The waters of the AIWW are classified SA by the Division of
Water Resources and ARE designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries.
They are CLOSED to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to reconfigure and expand the existing private docking, perform maintenance
excavation, and install a new bulkhead and riprap. A new 206' timber bulkhead would be installed 2' waterward
of the existing failing bulkhead and backfilled with sand. Riprap would be added to the area on the eastern edge
of the property where there is currently a retaining wall. The riprap would be placed on high ground in a 2:1
slope until it reaches the southernmost tip of the property where riprap would be placed on top of existing
concrete riprap material which is partially below normal water level. No wetlands would be impacted by the
bulkhead or placement of riprap material.
As proposed, the applicant would remove the existing 8' by 28' and 5' by 20' sections of floating dock, and
relocate the existing 5' by 45' floating dock to the center of the existing access ramp. As proposed, the
relocated floating dock would provide mooring for two (2) vessels. A small triangular section of platform would
be added to the eastern edge of the existing platform to provide improved access. From that triangular section
an access ramp would lead to four consecutive sections of floating dock running along the bulkhead alignment
measuring approximately 6' wide by 25' in length, 6' wide by 40' in length, 6' wide by 75' in length, and 6' wide
by 40' in length. As proposed these floating docks would provide mooring for an additional four (4) vessels. An

Lynn Bullard
Page Three
additional access pier measuring 6' in width by 10' in length with an access ramp located near the southern tip
of the property would provide additional access from land to the southern portion of the floating docks. As
proposed the docking facility would extend approximately 40' into the boat basin. The width of the boat basin
at the most restrictive point in the project area is approximately 195' and as proposed the docking facility would
conform the quarter width limitation. The facility would not encroach into the adjacent 15 -foot riparian corridor
setback.
Water depths vary within the project area from -1.5' at NLW to -7' at NLW. As proposed, maintenance
excavation would be conducted on an area approximately 160' in length by 40' in width to a final project depth
of -7' at NLW. The spoil would be placed onsite to dewater with a silt fence surrounding it in an upland area
adjacent to the bulkhead approximately 100' in length by 40' in width. Once dewatered the spoil would be
partially used to backfill the bulkhead and the remainder would be used for high ground fill. The Shandy Point
boat basin was originally permitted through State permit #127-79 and maintenance excavation was authorized
through State permit #257-84.
10. ANTICIPATED IMPACTS
The construction of the reconfigured and expanded docking facility would incorporate approximately 1,140
additional square feet of Estuarine Waters and Public Trust Area. The proposed facility would extend
approximately 40' into the waterbody, which measures approximately 195' across, thus conforming to the
width rule. The proposed structures would be located within the applicant's riparian access area and would not
encroach into the adjacent 15' riparian corridor setback requirements. The maintenance excavation would
disturb a 6,400 sq. ft. area and remove approximately 711 cubic yards of material. The proposed bulkhead
would result in the filling of approximately 412 sq. ft. of Estuarine Waters and Public Trust Area. The proposed
bulkhead would disturb approximately 4,120 sq. ft. of high ground for the associated backfill and tie -back anchor
system. The proposed riprap would disturb approximately 330 sq. ft. of high ground. Minor increases in turbidity
should be expected during excavation and construction.
Submitted by: Courtney Spears Date: March 29, 2017 Office: Wilmington

CAROLINA MARINE CONSTRUCTION, INC.
6400-8 Carolina Beach Rd. #212 Wilmington, NC 28412
February 23, 2017
To: DENR
Attn: Sean Farrel
Courtney Spears
Re: Bullard
NARRATIVE
We are proposing to replace approximately 207' of bulkhead 2' in front of existing deteriorated
bulkhead. The current wall is well over 20 years old and has several areas where then backfill is leeching
through and is showing signs of excessive loading. The new bulkhead will be constructed out of marine
grade timber. The east side of the property (adjacent to the marsh area) also is exhibiting signs of
erosion as the current structure has deteriorated over the years. A rip rap barrier is proposed with the
existing structure remaining as the toe of the slope. A filter cloth under layment is proposed to prevent
any runoff into marsh. We are also proposing to reconstruct the existing docking structure to provide
an easier area to dock and allow for more protection at the same time. The existing 5' x 20' and 8'x 28'
floating dock are to be removed and disposed of. The 5' x 45' wilt be relocated over 15' from the
property line (as per plans). The new docks (6' x 25', 6' x 40', 6' x 75' and 6' x 40') will run adjacent to
the new bulkhead. This design will relocate the existing structure outside of the neighbor's riparian
corridor while providing the owner an easy protected way to moor his vessels and still leave an area
open for crabbing, fishing or launching paddle boards and kayaks.
In order to maintain a useable depth we are also proposing to perform a maintenance dredge of
approximately 711 cubic yards. The previous dredging was done under State permit # 257-84 Shandy
Lane/Shandy Point. The removed spoil will be allowed to partially dewater on barge before being
unloaded onto high ground behind approved silt fencing. After dewatering completely the material will
then be utilized for backfill behind the new bulkhead. Any excess material will be graded and seeded.
The docking facility will be used for recreational boating, sailing, fishing, crabbing, paddle boarding and
kayaking. The owners have several children and grandchildren and would like to enhance the structure
to make it safer and more enjoyable to use.
RECEIVED
DCM WILMINGTON: NO

IN Mr -1
NFLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1, Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
Lynn
MI
Last Name
Bullard
Agent/ Contractor 1: First Name
Applicant Z First Name
MI
Last Name
Michael
If additional applicants, please attach an additional page(s) with names listed_
Conard
Last Name
Mailing Address
3600 -South College Rd, Ste D
PO Box
City
Wilmigton
Mailing Address
State
NC
ZIP Country Phone No.
28412 USA 910 - 791
Street Address (if different from above)
113 Windlass Dr
- 6028 ext.
City
Wilmington
State
NC
FAX No.
- -
ZIP
28409-
Email
2. AgenbContractor Information
Business Name
Carolina Marine Construction, Inc
Agent/ Contractor 1: First Name
MI
Last Name
Michael
B.
Conard
Last Name
Agent/ Contractor 2: First Name
MI
Mailing Address
PO Box
City
State
6400-8 Carolina Beach Rd #212
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28412
910 -470 -
6610 ext.
910 - 793 -4143 ext.
FAX No.
Contractor #
58629
Street Address (if different from above)
City
State
ZIP
4925 Red Heart Dr
Wilmington
NC
28412 -
Email
[e-mail]
<Form continues on back>
RECEIVED
WILMINGTON, NC
252-803,2808 ., 1-638--a i`-JAS'T .. aavw �.raazo aj=.;:aa

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
Site Description
County (can be multiple)
Street Address
b. Size of entire tract (sq.ft.)
State Rd. #
New Hanover
113 Windlass Cr+d2
c.
Size of individual lot(s)
Subdivision Name
City
State
Zip
(if many lot sizes, please attach additional page with a list)
Wilmington
NC
28409 -
Phone No.
Lot No. (s) (if many, attach additional page with list)
910 - 791 - 6028 ext.
, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Greenville Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
[]Natural ®Manmade ❑Unknown
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Residential
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
387' +/- 2000 ft
8-12 acres /353,707.2 sq ft
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
+5' ®NHW or ❑NWL
e.
Vegetation on tract
Grass, shrubs, small trees
f. Man-made features and uses now on tract
Existing house, 8'x 20' stationary pier, 5'x 46', 5'x 20', 8'x 28' floating dock
g.
Identify and describe the existing land uses admacent to the proposed project site.
Boat slips and docking facilities
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No [INA
If yes, by whom?
1.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property?
<Form continues on next page> RECEIVED
DCM WILMINGTON, NC

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
CFPUA
o. Describe existing drinking water supply source.
CFPUA
p. Describe existing storm water management or treatment systems.
Surface Run-off
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial ❑PubliclGovemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Allow access and dockage for recreational boating, sailing, fishing and kayaking.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Standard marine construction trade practices will be used for construction. Equipment will consist of a barge mounted
excavator, tug, mini excavator and bobcat skid steer loaders.
d. List all development activities you propose.
Remove existing 5'x 20' and 8'x 28' floating dock. Relocate existing 5" x 46' floating dock. Construct 6'x 180' of new
floating dock, 6' x 10' stationary access with ramp. (14) 10" Dock piles. Mechanically dredge approximately 711 cubic yards
of material and place on high ground. Construct 207' of new bulkhead in front of existing and install 120' of rip rap shore
stabilization along east bank.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 6400 dredge area 4000 spoil area
®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface run-off
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes [:]No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back> RECEIVED
DCM WILMINGTON, NO

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Addidonallnformation
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application .
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Richard & Tamara Pasin Phone No. 910-392-1348
Address 109 Windlass Dr Wilmington, NC 28409
Name Patricia Brassfield Phone No. 910-350-0145
Address 148 Skystasail Dr Wilmington, NC 28409
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Cert cation and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful t0 the bQst of my I nowledge.
Date 317- 1 1-7 Print Name / �J
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information
RECEIVED
DCM WILMINGTON, NO

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ®Private/Community
[3 This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ®No
(ii) Number 4
If yes:
(iii) Length 25'.40', 75'. 40'
(ii) Number
(iv) Width 6'
(iii) Length
(v) Floating ®Yes ❑No
(iv) Width
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? ®Yes ❑No
f. (i) Are Boatlifts included? []Yes ®No
If yes:
If yes:
(ii) Number (1)
(ii) Number
(iii) Length 10'
(iii) Length
(iv) Width 6'
(iv) Width
(v) Floating ®Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
5
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
4
® Dockage ('beet slips") only, number of slips: 6
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
®Open water; dredging for basin and/or channel mix: fishing, sailing& recreational
[]open water; no dredging required
❑Other; please describe:
k- Typical boat length: 30'-40' I. (i) Will the facility be open to the general public?
❑Yes ®No
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
RECEIVED
DCM WILMINGTON, NC
revised- 121270,t,

Form ICM ISP -4 (Structures, Pane 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
RECEIVED
DCM WILMINGTON, NO

Fora DCiM P_4 (Structures, 'Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliclGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. /fa rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b• Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
DCM WILMINGTON, NO

Form DCC MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
20'+, 200'+ 30' +/-
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
195'-315'
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
3 +/- avg mlw
8. OTHER This section not applicable
a. Give complete description:
We are proposing to remove the existing 5'x 20' and 8'x 28' floating docks and dispose of. The other existing 5'x 46 dock will
be relocated approximately 15'-20' away from property line. New 6'x 25', 6'x 40', 6'x 75' and 6'x 40' floating docks are
proposed along with a new 6'x 10' stationary access. The docks are to run parallel to new proposed 207' bulkhead that is 2'
max in front of existing wall. New docking facility will allow for easier and more secure dockage. We are also proposing to
replace 20T of bulkhead. The new wall is proposed 2' in front of existing wall. Approximately 120' of shore rip rap is to be
installed along eastern part of property to prevent further erosion during extreme tides and storms.
3/zzl r7
Date
Project Name
Z' zww
Applicant Na e �
Applicant Signature
GCM WILMINGTON, MNO

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1.
Access
❑This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
c.
NWL)
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
stabilization)
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
Length
[:]CW ❑SAV ❑SB
160'avg
❑WL ®None
Width
(ii) Describe the purpose of the excavation in these areas:
40' avg
maintain adequate depths for docks and vessels
Avg. Existing
DISPOSAL OF EXCAVATED MATERIAL
-4' avg
a.
NA
NA
Dimensions of disposal area.
Depth
on site
100' x 40'
c.
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
Final Project
®Yes ❑No ❑NA
-7' avg
NA
NA
(ii) If yes, where?
Depth
Shinn Point Spoil Island
e.
(i) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
1.
EXCAVATION
❑This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Type of material to be excavated.
cubic yards.
sand
711 cubic yards
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
0
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[:]CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
maintain adequate depths for docks and vessels
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b.
Dimensions of disposal area.
on site
100' x 40'
c.
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
®Yes [:]No [INA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
Shinn Point Spoil Island
e.
(i) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
Spoil is to be used as backfill behind new bulkhead after
dewatering. Remaining will be used to build up high ground for
storm protection.
RECEIVED
DCM WILMINGTON, NC

Form DCM ISP -2 (-Excavations anti Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP -4 — Strictures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 2'
e. Type of stabilization material:
wood bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 414 Riprap
Breakwater/Sill Other
i. Source of fill material.
Dredge
b. Length: 206'
Width: 1'
d. Maximum distance waterward of NHW or NWL: 2'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
sand backfill
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ®No DNA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
New bulkhead, grass ground cover, silt fence Excavator mounted on barge with bin walls and bobcat skid steer
loaders
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
_�
lZZIQ fV
Date T Applicant Name
-yA'vc
'2 Applicant Signature
Project Name
DCM WILMINGTON, NO

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(Typek)
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RATE VAP FOR THE CITY OF WuMiNc-, -kN,"�VER -OUN-Iy,
, Q �' 0 k w
NORTH CAROUIM (COMMUNf, 'JA rr
ULKH
PANE- N"o. 370171 3156 J, SCALE� VA�CH' 22, 2012
APPROXNAIE EDGE OF MARSH REO&E- 25, 2012
SCALED FFROM NHC 2010 AERIAL PHOTOGRAPH 20 40
x -54
S00C N( 1EVAIION Nkru 88) SURVErL ON 04-11-2012
SIJRKE'` REFE RENICE: WEAN 'Lol•! NATER
S�tk' Y POINT GREENVILLE
HENIFY VON DESEEN & ASSOICLAAT-tS,
'J
1969
DE, Doll"BE
ELEVATIONS ARE BASED ON NAVD 88 w-' S� . .... ... . .
'304
LLE, f4'567 P
RVFYOR No. L-10 9
BLM
,L -V "N'. NC 28412
-W'1'11'i